PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/22/04 EST. NO.03 TIME 02:35 PM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/22/04 EST. NO.03 TIME 02:35 PM R.E. NAME: HSU, PAUL 11-080914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 02 O/S PRS OCT -10,000.00 03 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 LOCATION PROGRESS ESTIMATE 11-SD-15-M22.0/M24.1 ----------------- FCI/BBCI, JV IN SAN DIEGO COUNTY IN SAN DIEGO ATTENTION RICK FINKEN FROM CAMINO DEL NORTE UNDERCROSSING 2585 BUSINESS PARK TO 0.5 KM NORTH OF RANCHO BERNARDO VISTA, CA 92081 ROAD UNDERCROSSING FED. AID NO. ACIM-015 -4(192)21N,CMST-6211(34) ,PL-6211(34) CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 5,900.0000 4,366,000.00 19.000 112,100.00 45.000 265,500.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 S) PREVENTION PLAN 04 TEMPORARY EROSION CONTROL (TYPE 1) M2 0.5000 59,500.00 0.000 0.00 S) 05 TEMPORARY EROSION CONTROL (TYPE 2) M2 1.0000 9,660.00 0.000 0.00 S) 06 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 1.000 500.00 1.000 500.00 S) (TEMPORARY EROSION CONTROL) 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,700.0000 64,600.00 1.000 1,700.00 1.000 1,700.00 S) 08 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 6,900.0000 96,600.00 0.000 0.00 S) 09 SWEEPER EA 150,000.0000 150,000.00 0.026 3,900.00 0.066 9,900.00 S) 10 TEMPORARY GRAVEL BAG EA 10.0000 27,400.00 291.000 2,910.00 826.000 8,260.00 S) 11 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.010 250.00 0.424 10,600.00 S) 12 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.026 14,300.00 0.061 33,550.00 S) 13 ITEM DELETED PER ADDENDUM LS 1,000.0000 1,000.00 0.000 0.00 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 169,040.00 0.000 0.00 S) 15 TEMPORARY PAVEMENT MARKING (TAPE) M2 15.0000 1,950.00 9.830 147.45 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,220.00 3,980.000 7,960.00 46,539.100 93,078.20 S) 17 TEMPORARY PAVEMENT MARKER EA 3.5000 35,350.00 818.000 2,863.00 10,949.000 38,321.50 S) 18 TEMPORARY DELINEATOR (CLASS 1) EA 40.0000 4,000.00 0.000 0.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 75,000.00 1.061 7,957.50 1.061 7,957.50 S) 20 TEMPORARY RAILING (TYPE K) M 25.0000 807,500.00 1,545.000 38,625.00 5,893.000 147,325.00 S) 21 TEMPORARY RAILING (TYPE K) M 250.0000 7,500.00 0.000 0.00 S) STAKED 22 TRAFFIC PLASTIC DRUMS EA 50.0000 35,500.00 50.000 2,500.00 127.000 6,350.00 S) PROGRAM CAS145 PAGE 2 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 180.0000 99,000.00 91.000 16,380.00 205.000 36,900.00 S) 24 TEMPORARY CRASH CUSHION EA 6,000.0000 54,000.00 3.000 18,000.00 S) (TYPE ADIEM) 25 ABANDON IRRIGATION CROSS OVER EA 220.0000 6,600.00 0.000 0.00 26 REMOVE CHAIN LINK FENCE M 20.0000 2,000.00 340.000 6,800.00 340.000 6,800.00 27 REMOVE METAL BEAM GUARD RAILING M 15.0000 16,350.00 281.940 4,229.10 28 REMOVE THRIE BEAM BARRIER M 22.0000 112,860.00 632.460 13,914.12 S) 29 REMOVE TRAFFIC STRIPE M 1.0000 37,000.00 1,744.000 1,744.00 15,388.800 15,388.80 S) 30 REMOVE PAVEMENT MARKING M2 30.0000 1,800.00 14.110 423.30 49.160 1,474.80 S) 31 REMOVE TRAFFIC STRIPE (YELLOW) M 10.0000 6,400.00 0.000 0.00 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 150.0000 1,500.00 0.000 0.00 34 REMOVE SIGN STRUCTURE EA 6,500.0000 32,500.00 0.000 0.00 35 REMOVE CULVERT M 45.0000 12,150.00 0.000 0.00 36 REMOVE INLET EA 500.0000 4,500.00 0.000 0.00 37 REMOVE DOWNDRAIN EA 500.0000 500.00 0.000 0.00 38 REMOVE SLOPE PAVING M3 75.0000 11,250.00 0.000 0.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 4.0000 11,200.00 0.000 0.00 40 SALVAGE METAL BEAM GUARD RAILING M 30.0000 3,000.00 0.000 0.00 41 RECONSTRUCT METAL BEAM GUARD RAILING M 135.0000 59,400.00 0.000 0.00 42 RESET ROADSIDE SIGN EA 350.0000 10,500.00 0.000 0.00 43 RELOCATE ROADSIDE SIGN EA 350.0000 1,750.00 0.000 0.00 44 RELOCATE SIGN STRUCTURE EA 9,000.0000 27,000.00 0.000 0.00 45 MODIFY INLET EA 1,700.0000 11,900.00 0.000 0.00 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 10,000.00 0.000 0.00 S) (60 MM MAXIMUM) 47 REMOVE CONCRETE CURB M 20.0000 6,000.00 0.000 0.00 48 REMOVE CONCRETE BARRIER M 1.0000 1,000.00 0.000 0.00 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 49,390.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 30,000.00 0.000 0.00 51 CLEAN BRIDGE DECK M2 6.0000 7,260.00 0.000 0.00 52 CAP INLET EA 900.0000 9,900.00 0.000 0.00 53 CAP RISER EA 900.0000 11,700.00 0.000 0.00 54 REMOVE METAL RAILING M 30.0000 3,000.00 0.000 0.00 55 BRIDGE REMOVAL, LOCATION A LS 250,000.0000 250,000.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION B LS 150,000.0000 150,000.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 1.000 65,000.00 1.000 65,000.00 58 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 0.300 67,500.00 0.750 168,750.00 59 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.000 0.00 60 ROADWAY EXCAVATION M3 14.0000 5,320,000.00 9,984.490 139,782.86 10,333.690 144,671.66 61 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.400 2,000.00 0.400 2,000.00 62 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 443,025.00 437.000 32,775.00 437.000 32,775.00 F) 63 STRUCTURE EXCAVATION (TYPE D) M3 115.0000 382,375.00 0.000 0.00 F) 64 STRUCTURE EXCAVATION (RETAINING WALL) M3 38.0000 406,220.00 385.100 14,633.80 385.100 14,633.80 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 328,600.00 31.000 1,240.00 31.000 1,240.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 277,780.00 0.000 0.00 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 78,400.00 0.000 0.00 F) WALL) 68 SAND BACKFILL M3 85.0000 8,500.00 0.000 0.00 69 LEAN CONCRETE BACKFILL M3 38.0000 14,060.00 0.000 0.00 F) 70 DITCH EXCAVATION M3 200.0000 12,000.00 0.000 0.00 71 EARTH RETAINING STRUCTURE, LOCATION 1 M2 500.0000 87,000.00 0.000 0.00 F) 72 EARTH RETAINING STRUCTURE, LOCATION 2 M2 500.0000 31,000.00 0.000 0.00 F) 73 EARTH RETAINING STRUCTURE, LOCATION 3 M2 400.0000 112,000.00 0.000 0.00 F) 74 EARTH RETAINING STRUCTURE, LOCATION 4 M2 410.0000 118,080.00 0.000 0.00 F) 75 EARTH RETAINING STRUCTURE, M2 500.0000 237,500.00 0.000 0.00 F) LOCATION 5 76 EARTH RETAINING STRUCTURE, M2 400.0000 52,800.00 0.000 0.00 F) LOCATION 6 PROGRAM CAS145 PAGE 4 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EARTH RETAINING STRUCTURE, M2 510.0000 561,000.00 0.000 0.00 F) LOCATION 7 78 EARTH RETAINING STRUCTURE, M2 400.0000 43,200.00 0.000 0.00 F) LOCATION 8 79 HIGHWAY PLANTING LS 90,000.0000 90,000.00 0.000 0.00 S) 80 IMPORTED TOPSOIL M3 26.0000 133,900.00 0.000 0.00 S) 81 ROCK MULCH M2 52.0000 29,640.00 0.000 0.00 S) 82 DECOMPOSED GRANITE M3 615.0000 30,750.00 0.000 0.00 S) 83 STRAW (EROSION CONTROL) TONN 500.0000 15,000.00 0.000 0.00 S) 84 FIBER (EROSION CONTROL) KG 1.0000 26,800.00 0.000 0.00 S) 85 FIBER ROLLS M 9.0000 170,100.00 1,126.200 10,135.80 2,286.200 20,575.80 S) 86 COMPOST (EROSION CONTROL) KG 1.0000 23,800.00 0.000 0.00 S) 87 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 0.000 0.00 S) 88 PURE LIVE SEED TYPE 1 KG 45.0000 6,750.00 0.000 0.00 S) (EROSION CONTROL) 89 PURE LIVE SEED TYPE 2 KG 75.0000 26,250.00 0.000 0.00 S) (EROSION CONTROL) 90 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 760.00 0.000 0.00 S) 91 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 5,200.00 0.000 0.00 S) 92 TRANSPLANT TREE EA 8,800.0000 17,600.00 0.000 0.00 S) 93 MAINTAIN EXISTING PLANTS LS 26,400.0000 26,400.00 0.000 0.00 S) 94 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 95 IRRIGATION SYSTEM LS 105,000.0000 105,000.00 0.040 4,200.00 0.110 11,550.00 S) 96 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 78,000.00 0.000 0.00 97 200 MM CORRUGATED HIGH DENSITY M 90.0000 22,500.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 98 250 MM CORRUGATED HIGH DENSITY M 110.0000 15,400.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 99 20 MM WELDED STEEL PIPE CONDUIT M 350.0000 3,500.00 0.000 0.00 S) 00 200 MM WELDED STEEL PIPE CONDUIT M 260.0000 26,000.00 0.000 0.00 S) (6.35 MM THICK) 01 250 MM WELDED STEEL PIPE CONDUIT M 270.0000 40,500.00 0.000 0.00 S) (6.35 MM THICK) 02 EXTEND 250 MM CONDUIT M 1,000.0000 7,000.00 0.000 0.00 S) 03 CLASS 2 AGGREGATE BASE M3 26.0000 1,671,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 6,500.00 0.000 0.00 05 ASPHALT CONCRETE (TYPE A) TONN 53.0000 1,462,800.00 735.440 38,978.32 06 ASPHALT CONCRETE BASE (TYPE A) TONN 51.0000 2,325,600.00 0.000 0.00 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 2,000.00 0.000 0.00 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 1,080.00 0.000 0.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 270.00 0.000 0.00 10 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 3.0000 10,500.00 0.000 0.00 11 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 24,900.00 0.000 0.00 12 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 1,050.00 0.000 0.00 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 CONCRETE PAVEMENT RAPID STRENGTH M3 500.0000 200,000.00 0.000 0.00 CONCRETE 15 SEAL PAVEMENT JOINT M 3.5000 283,850.00 0.000 0.00 S) 16 SEAL LONGITUDINAL ISOLATION JOINT M 13.5000 128,250.00 0.000 0.00 S) 17 FURNISH STEEL PILING (HP 360 X 174) M 30.0000 7,950.00 0.000 0.00 18 DRIVE STEEL PILE (HP 360 X 174) EA 2,000.0000 36,000.00 0.000 0.00 S) 19 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 34,000.00 0.000 0.00 S) PILING 20 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 486,400.00 0.000 0.00 S) PILING 21 FURNISH PILING (CLASS 900) M 190.0000 361,760.00 0.000 0.00 (ALTERNATIVE W) 22 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,700.0000 459,000.00 0.000 0.00 S) 23 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 0.000 0.00 S) 24 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 594,300.00 20.000 6,000.00 20.000 6,000.00 F) 25 STRUCTURAL CONCRETE, BRIDGE M3 595.0000 5,753,650.00 0.000 0.00 F) 26 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 2,625,700.00 0.000 0.00 F) 27 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 410,550.00 0.000 0.00 F) 28 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 14,400.00 0.000 0.00 F) (TYPE EQ) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 580.0000 456,460.00 0.000 0.00 F) (TYPE N) 30 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,300.0000 91,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 408,000.00 0.000 0.00 F) 32 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 29,910.00 0.000 0.00 F) 33 SWIRLED PLASTER TEXTURE M2 25.0000 198,000.00 0.000 0.00 F) 34 BARRIER TILE TEXTURE M2 12.0000 17,328.00 0.000 0.00 35 DRILL AND BOND DOWEL M 35.0000 1,225.00 0.000 0.00 36 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 36,000.00 0.000 0.00 GIRDER (10 M - 15 M) 37 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 88,000.00 0.000 0.00 GIRDER (15 M - 20 M) 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 0.000 0.00 GIRDER (25 M - 30 M) 39 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 126,000.00 0.000 0.00 GIRDER (30 M - 35 M) 40 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 66,000.00 0.000 0.00 GIRDER 41 FURNISH POLYESTER CONCRETE OVERLAY M3 2,700.0000 302,400.00 0.000 0.00 42 PLACE POLYESTER CONCRETE OVERLAY M2 22.0000 98,780.00 0.000 0.00 F) 43 CORE CONCRETE (101 MM - 150 MM) M 500.0000 2,000.00 0.000 0.00 SF) 44 JOINT SEAL (MR 30 MM) M 120.0000 29,040.00 0.000 0.00 S) 45 JOINT SEAL ASSEMBLY (MR 70 MM) M 500.0000 21,500.00 0.000 0.00 S) 46 JOINT SEAL ASSEMBLY (MR 80 MM) M 600.0000 22,200.00 0.000 0.00 S) 47 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,000.0000 16,000.00 0.000 0.00 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 1.8100 3,692,943.00 1,284.000 2,324.04 1,284.000 2,324.04 SF) 49 BAR REINFORCING STEEL (RETAINING WALL) KG 2.7000 714,231.00 0.000 0.00 SF) 50 HEADED BAR REINFORCEMENT EA 5.0000 66,220.00 0.000 0.00 F) 51 TREAT BRIDGE DECK M2 11.0000 13,310.00 0.000 0.00 F) 52 FURNISH BRIDGE DECK TREATMENT MATERIAL L 35.0000 16,800.00 0.000 0.00 (LOW ODOR) 53 ISOLATION CASING KG 7.0000 68,600.00 0.000 0.00 SF) 54 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 258,000.00 0.000 0.00 F) 55 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 43,000.00 0.000 0.00 SF) 56 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 24,000.00 0.000 0.00 F) 57 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 8,000.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 7 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 48,000.00 0.000 0.00 F) 59 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 16,000.00 0.000 0.00 SF) 60 760 MM CAST-IN-DRILLED-HOLE M 650.0000 14,950.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 920 MM CAST-IN-DRILLED-HOLE M 900.0000 9,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 62 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 113,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 63 ROADSIDE SIGN - ONE POST EA 300.0000 4,800.00 0.000 0.00 S) 64 ROADSIDE SIGN - TWO POST EA 600.0000 3,600.00 0.000 0.00 S) 65 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,800.00 0.000 0.00 S) METHOD) 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 600 MM ALTERNATIVE PIPE CULVERT M 230.0000 2,300.00 0.000 0.00 68 750 MM ALTERNATIVE PIPE CULVERT M 290.0000 2,900.00 0.000 0.00 69 1050 MM ALTERNATIVE PIPE CULVERT M 350.0000 3,500.00 0.000 0.00 70 450 MM REINFORCED CONCRETE PIPE M 190.0000 13,300.00 0.000 0.00 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 600 MM REINFORCED CONCRETE PIPE M 180.0000 909,000.00 0.000 0.00 73 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 2,000.00 0.000 0.00 74 900 MM REINFORCED CONCRETE PIPE M 400.0000 20,000.00 0.000 0.00 75 1050 MM REINFORCED CONCRETE PIPE M 330.0000 234,300.00 0.000 0.00 76 300 MM CORRUGATED STEEL PIPE M 260.0000 1,300.00 0.000 0.00 77 450 MM CORRUGATED STEEL PIPE M 190.0000 1,900.00 0.000 0.00 (1.63 MM THICK) 78 150 MM PLASTIC PIPE M 120.0000 1,200.00 0.000 0.00 79 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 500.0000 7,500.00 0.000 0.00 80 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 800.0000 36,000.00 0.000 0.00 (2.77 MM THICK) 81 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 390.0000 21,450.00 0.000 0.00 (2.77 MM THICK) 82 GRATED LINE DRAIN M 300.0000 40,500.00 0.000 0.00 83 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 84 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM ALTERNATIVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 86 1050 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 87 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 8,000.00 0.000 0.00 88 450 MM ALTERNATIVE PIPE RISER M 1,000.0000 6,000.00 0.000 0.00 89 600 MM ALTERNATIVE PIPE RISER M 730.0000 29,200.00 0.000 0.00 90 900 MM ALTERNATIVE PIPE RISER M 1,000.0000 15,000.00 0.000 0.00 91 CONCRETE (CONCRETE APRON) M3 600.0000 6,000.00 0.000 0.00 92 SLOPE PAVING (CONCRETE) M3 700.0000 70,000.00 0.000 0.00 F) 93 SLOPE PAVING (MASONRY BLOCK) M2 210.0000 426,300.00 0.000 0.00 F) 94 SLOPE PAVING (EXPOSED AGGREGATE) M2 310.0000 71,300.00 0.000 0.00 F) 95 MINOR CONCRETE (DITCH LINING) M3 700.0000 112,000.00 0.000 0.00 96 ROCK SLOPE PROTECTION FABRIC M2 4.0000 400.00 0.000 0.00 97 MINOR CONCRETE (TEXTURE PAVING) M2 100.0000 49,000.00 0.000 0.00 (MEDIAN PAVING) 98 MINOR CONCRETE (TEXTURE PAVING) M2 100.0000 390,000.00 0.000 0.00 (GORE PAVING) 99 MINOR CONCRETE (CURB, SIDEWALK AND M3 640.0000 70,400.00 0.000 0.00 CURB RAMP) 00 MISCELLANEOUS IRON AND STEEL KG 3.0000 51,600.00 0.000 0.00 SF) 01 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 2,000.00 0.000 0.00 SF) 02 BRIDGE DECK DRAINAGE SYSTEM KG 25.0000 51,250.00 0.000 0.00 SF) 03 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 5,500.00 0.000 0.00 S) 04 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 05 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 0.000 0.00 S) 06 DELINEATOR (CLASS 1) EA 45.0000 7,650.00 0.000 0.00 07 MILEPOST MARKER EA 150.0000 450.00 0.000 0.00 S) 08 GUARD RAILING DELINEATOR EA 100.0000 39,000.00 0.000 0.00 S) 09 METAL BEAM GUARD RAILING M 80.0000 61,600.00 0.000 0.00 S) 10 CONCRETE BARRIER (TYPE K) M 65.0000 47,450.00 0.000 0.00 11 TUBULAR PIPE HANDRAILING M 300.0000 18,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 9 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 110,400.00 0.000 0.00 F) 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 CABLE RAILING M 25.0000 45,000.00 0.000 0.00 S) 15 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 19,800.00 0.000 0.00 S) 16 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 17 CRASH CUSHION (REACT 9SCBS) EA 44,000.0000 44,000.00 0.000 0.00 S) 18 QUADGUARD CRASH CUSHION EA 17,000.0000 34,000.00 0.000 0.00 S) 19 CONCRETE BARRIER (TYPE 60A) M 160.0000 14,720.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 60AR) M 195.0000 27,300.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 60D MOD.) M 130.0000 150,800.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60S) M 132.0000 623,040.00 0.000 0.00 S) 23 CONCRETE BARRIER (TYPE 60SC) M 185.0000 368,150.00 0.000 0.00 S) 24 CONCRETE BARRIER (TYPE 732 MODIFIED) M 155.0000 508,710.00 0.000 0.00 F) 25 CONCRETE BARRIER (TYPE 732A MODIFIED) M 165.0000 52,305.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 60S MODIFIED) M 400.0000 44,400.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 340.0000 377,400.00 0.000 0.00 F) 28 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 16,800.00 0.000 0.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,250.00 0.000 0.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,820.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,475.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 23,950.00 0.000 0.00 S) 33 PAINT PAVEMENT MARKING M2 20.0000 1,800.00 0.000 0.00 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 7,692.00 0.000 0.00 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 9,300.00 0.000 0.00 S) 36 SIGNAL AND LIGHTING (LOCATION 1) LS 32,000.0000 32,000.00 0.000 0.00 S) 37 SIGNAL AND LIGHTING (LOCATION 2) LS 32,000.0000 32,000.00 0.000 0.00 S) 38 SIGNAL AND LIGHTING (LOCATION 3) LS 95,000.0000 95,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (LOCATION 4) LS 32,000.0000 32,000.00 0.000 0.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 360,000.0000 360,000.00 0.000 0.00 S) 41 LIGHTING CONDUIT (BRIDGE) M 35.0000 12,600.00 0.000 0.00 S) 42 COMMUNICATION CONDUIT (BRIDGE) M 35.0000 12,600.00 0.000 0.00 S) 43 SPRINKLER CONTROL CONDUIT (BRIDGE) M 35.0000 12,600.00 0.000 0.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 1) LS 32,000.0000 32,000.00 0.000 0.00 S) 45 TRAFFIC MONITORING STATION (LOCATION 2) LS 32,000.0000 32,000.00 0.000 0.00 S) 46 FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.000 0.00 S) 47 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.000 0.00 S) 48 RAMP METERING SYSTEM (LOCATION 2) LS 48,000.0000 48,000.00 0.000 0.00 S) 49 RAMP METERING SYSTEM (LOCATION 3) LS 48,000.0000 48,000.00 0.000 0.00 S) 50 RAMP METERING SYSTEM (LOCATION 4) LS 48,000.0000 48,000.00 0.000 0.00 S) 51 RAMP METERING SYSTEM (LOCATION 5) LS 48,000.0000 48,000.00 0.000 0.00 S) 52 RAMP METERING SYSTEM (LOCATION 6) LS 48,000.0000 48,000.00 0.000 0.00 S) 53 RAMP METERING SYSTEM (LOCATION 7) LS 48,000.0000 48,000.00 0.000 0.00 S) 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 ABANDON CULVERT EA 1,500.0000 4,500.00 0.000 0.00 56 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 57 EARTH RETAINING STRUCTURE, LOCATION 9 M2 500.0000 540,000.00 0.000 0.00 58 EARTH RETAINING STRUCTURE, LOCATION 10 M2 650.0000 1,394,250.00 0.000 0.00 59 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 23,700.00 0.000 0.00 S) 60 COBBLESTONE TEXTURE M2 25.0000 59,250.00 0.000 0.00 S) 61 MINOR CONCRETE (GUTTER) M 60.0000 17,640.00 0.000 0.00 62 CONCRETE BARRIER (TYPE KA26A MODIFIED) M 185.0000 51,800.00 0.000 0.00 63 CABLE ANCHOR ASSEMBLY EA 650.0000 6,500.00 0.000 0.00 S) (BREAKAWAY, TYPE B) 64 TERMINAL SECTION (TYPE B) EA 150.0000 1,500.00 0.000 0.00 S) 65 END SECTION EA 200.0000 2,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 STRUCTURE EXCAVATION (TIEBACK WALL) M3 19.0000 102,600.00 0.000 0.00 67 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 25.0000 92,500.00 0.000 0.00 68 STRUCTURE BACKFILL (TIEBACK WALL) M3 28.0000 10,640.00 0.000 0.00 69 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 27.0000 2,970.00 0.000 0.00 70 SOIL NAIL ASSEMBLY M 55.0000 990,000.00 0.000 0.00 71 TIEBACK ANCHOR EA 2,750.0000 899,250.00 0.000 0.00 72 STRUCTURAL CONCRETE M3 600.0000 975,000.00 0.000 0.00 73 BAR REINFORCING STEEL KG 2.1600 535,680.00 0.000 0.00 74 SHOTCRETE M3 400.0000 468,000.00 0.000 0.00 75 MINOR CONCRETE CHANNEL (TYPE A) M2 60.0000 52,620.00 0.000 0.00 76 PREPARE AND STAIN CONCRETE M2 27.0000 63,990.00 0.000 0.00 77 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 150.0000 900.00 0.000 0.00 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 SHARED FIELD DATA MANAGEMENT SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 CONCRETE PAVEMENT(DOWELED TRANSVERSE M3 175.0000 3,237,500.00 0.000 0.00 JOINTS) 82 CONCRETE PAVEMENT M3 135.0000 2,362,500.00 0.000 0.00 (UNDOWELED TRANSVERSE JOINTS) 83 WATER POLLUTION CONTROL LS 120,000.0000 120,000.00 0.026 3,120.00 0.061 7,320.00 PROGRAM CAS145 PAGE 12 DATE 11/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080914 TIME 02:35 PM ESTIMATE NO. 03 BID OPENING 06/10/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 11/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 569,624.30 1,236,465.09 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 569,624.30 1,236,465.09 84 MOBILIZATION LS 6700,000.0000 6,700,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 67,837,529.00 TOTAL WORK COMPLETED 569,624.30 1,236,465.09 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 559,624.30 1,216,465.09 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/26/04 990 09/10/04 09/10/04 08/24/07 19 5 0 0 2% 3% PROGRESS IS SATISFACTORY HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/04